Effect of Microreinforcement of Soils from Very Small to Large Shear Strains-Reference-Cited by-同舟云学术

Effect of Microreinforcement of Soils from Very Small to Large Shear Strains

Published:2005-08 Issue:8 Volume:131 Page:1024-1033
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Heineck Karla Salvagni¹²³,Coop Matthew Richard¹²³,Consoli Nilo Cesar¹²³

Affiliation:

1. Assistant Professor, Federal Univ. of Rio Grande do Sul, 90035-190 Porto Alegre, Rio Grande do Sul, Brazil.

2. Reader, Dept. of Civil and Environmental Engineering, Imperial College London, Imperial College Road, SW7 2AZ, London, UK

3. Associate Professor, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Ave. Osvaldo Aranha, 99, 3. Andar, 90035-190 Porto Alegre, Rio Grande do Sul, Brazil, (corresponding author)

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282005%29131%3A8%281024%29

Reference35 articles.

1. Behavior of granular soils reinforced with discrete randomly oriented inclusions

2. American Society for Testing and Materials. (ASTM) (1993). “Standard classification of soils for engineering purposes.” ASTM D 2487-93 Philadelphia.

3. A New Ring Shear Apparatus and Its Application to the Measurement of Residual Strength

4. Brazilian Standard Association. (1987). “Standard on solid residues.” NBR 10004 Rio de Janeiro Brazil (in Portuguese).

5. A new device for measuring local axial strains on triaxial specimens

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